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11. 外观设计

KR3009297440000S 有权
公开(公告)号：KR3009297440000S
公开(公告)日：2017-11-06
申请号：KR3020170011310
申请日：2017-03-10
申请人： 주식회사 길교이앤씨 , 위드현 주식회사 , 박상현
设计人： 박상현

12. 外观设计

KR3009297380000S 有权
公开(公告)号：KR3009297380000S
公开(公告)日：2017-11-06
申请号：KR3020170011307
申请日：2017-03-10
申请人： 주식회사 길교이앤씨 , 위드현 주식회사 , 박상현
设计人： 박상현

13. 发明授权

KR100904634B1 상판 하부 지지점이 내측으로 이동된 복공판 有权
标题翻译：上板的底面表面的富含块移动到板上
公开(公告)号：KR100904634B1
公开(公告)日：2009-06-24
申请号：KR1020090028642
申请日：2009-04-02
申请人： 박상현 , 위드현 주식회사
发明人： 박상현
IPC分类号： E01C9/08 , E01D19/12
CPC分类号： E01C9/083 , E01C9/086 , E01D19/125
摘要： A deck plate in which the fulcrum of a bottom surface of an upper plate is provided to minimize elements which are added to existing element or are transformed and minimize the deformation of the deck plate in a longitudinal direction and a width direction. A deck plate in which the fulcrum of a bottom surface of an upper plate comprises: an upper plate(110) in which a plurality of C-shaped unit members(112) having a rib(114) are coupled to each other to be parallel and which forms the floor side of a road; and a pair of side plates(120) being formed in a longitudinal direction of the upper plate and supporting one among a plurality of ribs positioned inside the upper plate. The side plate comprises: a vertical portion(122) which is formed upward and downward and supports the upper plate; and a horizontal portion(124) which is curve-cut to be extended from the lower end of vertical portion in a horizontal direction.
摘要翻译：提供上板的底面的支点的甲板，以最小化添加到现有元件中或被变形的元件，并最小化甲板板在纵向和宽度方向上的变形。一种甲板，其中上板的底表面的支点包括：上板（110），其中具有肋（114）的多个C形单元构件（112）彼此连接成平行并形成道路的地板一侧; 以及一对侧板（120），其沿上板的纵向方向形成并且支撑位于上板内的多个肋之间。侧板包括：竖直部分（122），其形成为向上和向下并支撑上板; 以及在水平方向上从垂直部分的下端延伸的水平部分（124）。

14. 外观设计

KR3009297500000S 有权
公开(公告)号：KR3009297500000S
公开(公告)日：2017-11-06
申请号：KR3020170011316
申请日：2017-03-10
申请人： 주식회사 길교이앤씨 , 위드현 주식회사 , 박상현
设计人： 박상현

15. 外观设计

KR3009297450000S 有权
公开(公告)号：KR3009297450000S
公开(公告)日：2017-11-06
申请号：KR3020170011313
申请日：2017-03-10
申请人： 주식회사 길교이앤씨 , 위드현 주식회사 , 박상현
设计人： 박상현

16. 发明授权

KR101299097B1 세로보의 단면휨강성이 증대된 상자형 강합성 거더 교량 및 그 시공방법 有权
标题翻译：具有横梁增强刚度的钢箱梁桥梁及其施工方法
公开(公告)号：KR101299097B1
公开(公告)日：2013-08-28
申请号：KR1020120142823
申请日：2012-12-10
申请人： 주식회사 에스비엔티 , 위드현 주식회사 , 박상현
发明人： 박상현
IPC分类号： E01D21/00 , E01D2/00 , E01D2/04 , E04C3/04
摘要： 본 발명은 세로보의 단면휨강성이 증대된 상자형 강합성 거더 교량 및 그 시공방법에 관한 것으로, 강재거더의 강재량을 줄이면서 세로보의 강재량을 증가시켜 강재거더에 집중되었던 단면휨강성을 세로보로 분배시키고, 강재거더와 세로보의 단면휨강성비를 최적의 범위 내에 존재하도록 하여 강재거더와 세로보의 전체 강재량을 종래의 전체 강재량보다 더 감소시킬 수 있도록 함으로써, 강재거더에만 집중되었던 단면휨강성을 세로보로 분배하고, 세로보의 강재 증가량과 강재거더의 강재 감소량의 합이 종래의 세로보와 강재거더의 강재량의 합보다 현저히 절감되도록 한 것이다.

17. 发明公开

KR1020130089620A 세로보의 단면휨강성이 증대된 상자형 강합성 거더 교량 및 그 시공방법 审中-实审
标题翻译：具有交叉梁加固刚度的钢箱梁桥及其施工方法
公开(公告)号：KR1020130089620A
公开(公告)日：2013-08-12
申请号：KR1020130048705
申请日：2013-04-30
申请人： 주식회사 에스비엔티 , 위드현 주식회사 , 박상현
发明人： 박상현
IPC分类号： E01D2/04 , E01D21/00
CPC分类号： E01D2/04 , E01D21/00 , E01D2101/268
摘要： PURPOSE: A steel box girder bridge with the improved cross-sectional bending rigidity of a longitudinal beam and a construction method of the same are provided to distribute cross-sectional bending rigidity concentrated in a steel girder to a longitudinal beam by increasing the cross-sectional bending rigidity of the longitudinal beam. CONSTITUTION: A steel box girder bridge with the improved cross-sectional bending rigidity of a longitudinal beam comprises a steel girder (110) to connect abutments or piers and a longitudinal beam (120). The cross-sectional bending rigidity range of the longitudinal beam is 5.0-40% of the same of the steel girder in order to distribute the bending moment of the steel girder to the longitudinal beam. The web height of the longitudinal beam is 600-100% of the same of the steel girder. The cross-sectional area of the flange of the longitudinal beam is 3.8-52% of the same of the flange of the steel girder.
摘要翻译：目的：提供一种具有改进的横梁横截面弯曲刚度的钢箱梁及其施工方法，以通过增加横截面来将集中在钢梁中的横截面弯曲刚度分布到纵梁上纵梁弯曲刚度。构成：具有改进的纵向梁的横截面弯曲刚度的钢箱梁桥梁包括连接桥墩或墩的钢梁（110）和纵梁（120）。为了将钢梁的弯矩分配给纵梁，纵梁的截面弯曲刚度范围为钢梁相同的5.0-40％。纵梁的腹板高度为同一钢梁的600-100％。纵梁的法兰截面积为钢梁法兰的3.8-52％。

18. 发明授权

KR101221419B1 층상구조의 상부플랜지를 갖는 강박스거더, 이를 포함한 교량 및 교량의 시공방법 有权
标题翻译：具有层状上层结构的钢箱梁，以及包含该桥梁的桥梁及其构造方法
公开(公告)号：KR101221419B1
公开(公告)日：2013-01-21
申请号：KR1020120048735
申请日：2012-05-08
申请人： 위드현 주식회사 , 박상현
发明人： 박상현
IPC分类号： E01D2/04 , E01D21/00 , E01D19/12 , E04C3/04 , E01D101/24 , E01D101/30
CPC分类号： E01D2/04 , E01D19/125 , E01D21/00 , E01D2101/24 , E01D2101/30 , E04C3/04 , E04C2003/0465
摘要： PURPOSE: A steel box girder with an upper flange having a layered structure, a bridge with the same, and a construction method for the bridge are provided to reduce the amount of required steel materials by increasing the sectional strength of the steel box girder. CONSTITUTION: A steel box girder(100) with an upper flange having a layered structure comprises a lower flange, webs(120), an upper flange(130), and ribs(140). The webs are installed on both sides of the lower and upper flanges to connect the lower and upper flanges to each other. The upper flange has a layered structure and comprises a first and second upper flanges(131,132) and extended webs(150). The ribs are formed in the longitudinal direction of the steel box girder and comprises a first and second ribs(141,142).
摘要翻译：目的：提供一种具有层状结构的上凸缘的钢箱梁，具有桥梁的桥梁和桥梁的施工方法，以通过增加钢箱梁的截面强度来减少所需钢材的数量。构造：具有层状结构的上凸缘的钢箱梁（100）包括下凸缘，腹板（120），上凸缘（130）和肋（140）。腹板安装在下法兰和上法兰的两侧，以将下法兰和上法兰彼此连接。上凸缘具有层状结构并且包括第一和第二上凸缘（131,132）和延伸腹板（150）。肋沿钢箱梁的纵向方向形成，并包括第一和第二肋（141,142）。

19. 发明公开

KR1020090101633A 구조용 빔을 이용한 가설 구조물 有权
标题翻译：结构梁和桥梁施工结构和使用结构梁的金属
公开(公告)号：KR1020090101633A
公开(公告)日：2009-09-29
申请号：KR1020080026897
申请日：2008-03-24
申请人： 박상현 , 위드현 주식회사
发明人： 박상현
IPC分类号： E01D21/00 , E01D2/02 , E01D19/12 , E01D101/30
CPC分类号： E01D21/00 , E01D2/02 , E01D19/12 , E01D2101/30
摘要： PURPOSE: A bridge structure using a structural beam is provided to reduce the number of deck plates of high price even in case of using steel plates. CONSTITUTION: A bridge structure comprises a pair of lower support members(110) and a strength enhancing member(120). The lower support members include I-shaped steel or I-shaped steel materials arranged at regular intervals. The strength enhancing member is integrally formed between the lower support members, protrudes from the upper part including the top surfaces of the lower support members and extends to the inside.
摘要翻译：目的：提供使用结构梁的桥梁结构，即使在使用钢板的情况下也可以减少高价格甲板的数量。构成：桥结构包括一对下支撑构件（110）和强度增强构件（120）。下支撑构件包括以规则间隔布置的I形钢或I形钢材。强度增强部件一体地形成在下支撑部件之间，从包括下支撑部件的顶表面的上部突出并且向内延伸。

20. 外观设计

KR3005321120000S 失效
公开(公告)号：KR3005321120000S
公开(公告)日：2009-06-26
申请号：KR3020090015337
申请日：2009-04-10
申请人： 박상현 , 위드현 주식회사
设计人： 박상현

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